WQ0041238_Regional Office Historical File Pre 2018

�Mslon of Water Resources
State of North Carolina
Department of En% ironmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
RECEIVEDiNirni:NPOWR
fy,
()LI
Application Nimibe.r: ! i(to he completed
All items must be completed or the application vill be returned
moot,i'LS 1:4Ei NA
I. APPLICANT INFORMATION:
1, Applicant's name: of Kannapolis (company, municipality, flOA, utility, etc.)
2. Applicant type: LJ 1ndiIndividual El Corporation El General Partnership
[E] State/County Municipal
3. Signature authority's name: Wilmer 'Melton, 111 per 15,,, IN( A " 1.1,..0106:1-)
Title: Director of Public Works
4. Applicant's mailing address: 401 Laureate Way
City: Katmapolis State. NC Zip: .28081-0005
5. .Applicant's contact. information.
Phone number: [phone] Email Address: wineltow:ii)kannapolisnc.ov
El Federal
11. PROJECT INFORMATION:
I. Project 'tante: Adair Woods Subdivision
ETI Privately -Owned Public Utility
El Other
kpplication./Project status: Proposed (New Permit) EX iSttr2 Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If ne construction but part of a master plan, provide the existing permit number: WQ00
3 County where project is located: Catiarrus
4. Approximate Coordinates (Decimal Degrees) 1,a ,de: 35.4665 Longitude: -80.7624
5. Parcel ID (if applicable): 4672585733
(or Parcel ID to closest dow:nstreara sewer)
IlL CONSULTANT INFORMATION:
I. Professional Engineer: Andrew Grant, PE License Number: 044291
Firm: BGE, Inc
Mailing address: 121 West Trade Street, Suite 1030
City.: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: agranLiPbgeinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Rocky River Regional Wastewater "Ireatment Plant Permit Number: NC0036269
Owner Name: Water 8c Sewer Authority of C.abarrus County
V. RECEIVINC DOWNSTREAM SEWER INFORMATION indifferent than WWTF):
1. Permit Number(): NW_
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(),
FORM: ETA 04-16
Page 1 of 5

Vt. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity .been attached?
El Yes N NIA
If the Applicant is a„Devdoper of lots to he sold, has a Developer's Operationil,A.greement (FORM: DEV) been attached?
LI Yes LJNo NIA
3, It the Applicant is a lonie Piopert Ovne .,' Association, has an Operational Agreemem (FORM:11),14 been attached?
[11 Yes LINo NIA
4. of wastewater: (check all that apply):
Z Residential 0,A-fled
rj Residential Lea.sed
EI School/preschool / day care
El Food and drink facilities
El Businesses. offices / factories
E] Retail (stores, centers, malls)
L Retail with food preparation/service
Medical/dental veterinary facilities
ID Church
Nursing Home
5, Nature of w-astewater : 100 u/() Domestic/Commercial
°(i Commercial
Industrial (See 5,,N NCAC 02T ,0193{20.1)
) Is there a Pretreatment Program in effect? LI Ye
6. Has a flow reduction been approved under I5A NCAC 02T ,0114(0? fl Yes No
If yes, provide a copy of,flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 IV))
Li Car Wash
fl Hotel and or Motels
ED Swimming Pool !Clubhouse
1111 Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
Daily Design Flow 3-h
No. of Uni, Flow
4 bedroom residential single-fa.mily 1101110
120 eal bedroom
eal
gal
)62 77,760 GPD
GP[)
GPD
gat'
G-PD
gat
GPD
gal!' GPD
Twat 77,760 CIPD
a See 45A NCAC 02J1.9 4141b)„(d),__Ce)(1) andAe)(2j for caveats to wastewater design llow rates (i,e., minimum flow per
dwellini; proposed unknown non-residential development uses; public access facilities located near high public use
areas: and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in (i.S. 42A-4).
h Per I5A NC,AC 02 f .0114(e). design flow rates for establishments not identified [in table 15A NCA.0 0217.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured. data.
8. Wastewater generated by project: '77,760 GPD (per I5,A NCAC' 02T .0114)
Do not include future flows or previously permitted allocations
If -permitted .flow is zero, indicate why;
Lil Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Ej Flow has already been allocated in Permit Number:
1111 Rehabilitation or replacement of existing sewer with no new flow expected
Li Other (Explain):
FORM: 1TA 04-16 Page .2 or 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1 Summarize gravity sewer to be permitted:
Length (feet)
.-' Section 11 & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section 111 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation ()lithe MDC
VIII. P .5MP STATION DESIGN CRITERIA HI Applicable) — 02T .0305 & MDC (PumpStations/Forre Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I.. Pump station number or name:
2 Approximate Coordinates (Decimal D 'es): Latitude: Longitude:
, Design flow of the pump station: millions gallons per day n • capacity)
4 Operational point(s) of the pump(s), gallons per minute at feet total dynamic head CIDH)
5, Summarize the force main to be permitted (for this Purnp Station):
Si: e (inches)
Length (feet)
Material
6. Power reliability in accordance with I 5A NCAC 021' :0305otx
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02 F 03050) . (B)
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
• Must be permanent to facility.
Or if the pump station has an average daily flow less than 1.5,000 gallons per day:
El Portable power source with manual activation,quick-connection receptacle and telemetry - 15,0A NCAC 02T
.0305(h)(I)(C)
or
El Portable pumping unit with plugged emergency, pump connection and telemetry - I 5A NCAC 021 „0305(h)( 1)(C):
11 shall he demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall he
provided in the case of a multiple station power outage:
FORM' F'I'A 04-16 P a e 3 oI 5

IX. SETBACK & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1, Does the project comply with all separations found in I 5A. NC.AC 02-f .030511) & (g)
15A NCAC 02T,0305(contains
at
Setback Parameter*
L_Storm sewers and °theutilities not listed below (vertical)
Water mains (vertical -water over er ncluding i • benched trenches)
Wa(er mains (horizontal)
Yes
shall he provided for sewer syste
S-paration Required
Reclaimed water lines (vertical - reclaimedover sew
R.eclairned water lines • nl- reclaimed over sewer)
24 inches
18 inches
8 inches
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water
1 **Waters classified WS (except WS-I or V S-V), B, SA, OR\\, FIQW, or S13 from normal
1 high water (or tide elevation) and wetlands (see item 1X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building? foundation
Any basement
'Fop slope of embankment or cuts of 2 feet or more ertLLal hekhivertical
Drainage systems and interceptor drains
Anyswimming pools
-) feet
100 feet
50 feet
10 feet
10 feet
5 feet
0 feet
Final earth grade (vertical) 36 inches
• I5A NCAC 02 FA) 05,gJ contains alternatives where separations in 021',1)305(f) cannot he achieved,
• **Stream classifications can be identified using the Divisions NC Surface Water Classifications wehpaire
If -noncompliance s ith 02T.0305 orj,g. see Section X of this application
2. Does the project comply ‘vithseparation requirements for wetlands? (50 feet of separation) El' 'es E No
• See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3., Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0.213 .0200?
• This would include Trout Buffered Streams per I5A NCAC 2B.0202
Yes 1 iNo
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Yes No
• Wetland -related permits shall be requested, obtained. and adhered to for projects that impact ‘velland., or surface Waters
Ai- Information can be obtained from the 401 &. Buffer Permitting, Branch
5. Does project comply With 15A NCAC 0:T0105(40 (additional permits/certifications)?
Yes 1 1 No
Per I5A NCAC 02T.0105-C' 6 directlyrelated environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent, permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed r'
Per 15ANCAC.,,02I1402, —high-priority sewer" means "any aerial sewer, sewer contacting surface i,vaters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
Z Yes No
• If yes, include an attachment with details for each line, including type (aerial line. size, materia. a
id )cati
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per I5A NCAC 02T,0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FIA 04-16 Page 4 of 5

CERTIFICATIONS:
Does the submitted system comply with I 5A NCAC 021, the Minimum Desiocriteria for_the1krmiuinu ot Puniptitat ions,
and Force Mailatest versionl and the Graff Sewer Minimum Design Criteria (Latest version) as applicable'?
YesLI No
If No, complete and submit the Vartance/Alternative Design Request application (1/ADC 10-14) and supporting documents
for review. Approval, of the request is required prior to submittal of thc Fast Track Application and supporting
docUments.
Professional E:ngineer's Certification:
1
fJDLf PE fa--- 6 attest that this application for
(Professional Fngineer's name from Appfcation Item 111,1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans. specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further .attest that to the best
of my knowledge the proposed design has been prepared in accordance with the :applicableregulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast - Track
Permitting of Purnp Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package. inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — kl accordance vvith General Statutes 143-215.6A and 1..43-215,6B, any person Who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000, as well as civil penalties up to 525,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
. Applicant's Certification per 15A NCAC 021' .0106(b
L._ kit CLL Lr4AJ
(Signature Author* _is name & ti
SEAL
044291
---
,A11141,
w rz attest that this application for
.Application Item 1,3„)
has been reviewed by me and is accurate and complete .to the best of my knowledge, 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and or criminal prosecution, 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated, 1 also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included. this application package will be returned to
me as incomplete,
NOTE In accordance with General Statutes 143-215.6A and 1.43:215,64, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to S25,000 per violation,
Signature:
Date:
FORM: FIA 04-16
Page 5 of

29 G'V TRADE STREET, SUITE 1030
CHARLOTTE, NC 28202
www.bgeinc.com
NC LICENSE #C-4397
ADAIR WOODS SUBDIVISION
DATE: 9/9/2019
250' 500' 5C�"
SCALE: 1" = 250'

0
2
A©AIR WOODS SUBDIVISION
SHILOH CHURCH ROAD
SITE USGS TOPOGRAPHIC MAP
aGE INC

WER CREEK CROSSO
STEEL HPPLEE
01QRk.a.I ",d,

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
September 24, 201.9
Mr, Michael Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance :Request:— City of Kannapolis
Adair Woods Subdivision
232 Davidson Hwy,
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
Dear Mr. Legg:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Kannapolis on September 19, 2019.. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
domestic wastewater from the proposed project entitled Adair Woods Subdivision, located near Shiloh Church.
Road. The referenced project will serve 162 four -bedroom homes, with a projected wastewater flow of 77,760
gallons per day (gpd). The wastewater generated by this project will be conveyed through a proposed gravity
system, through the existing gravity system, and then enter NeVSACC's system at the existing 36-inch Rocky River
Interceptor. WSACC acknowledges it has or will have capacity for wastewater from the proposed development
based on information provided by BGE, Inc. (Civil Engineer for the project) using North Carolina Department of
Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 -- 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing
bodies, regulatory approval, and funding availability. The list and schedule of CIP projects are tentative and are
revised periodically to reflect changing conditions and needs.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also be
cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy,
.Please note that the ,final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
§I62A, .,irticle 8.
If you have any questions, please call me at (704) 788-4.1.64, extension 1.04.
Sincerely,
Thomas Kahn, PE
Utility Systems Engineer
cc: Scott Kauthold, PE/Kannapolis
Misty Lippard, PE/Kannapolis
Wilmer Melton/Kannapolis
Andrew P. ()rant, PE/13(3E, Inc.
'Michael Wilson/WSACC
Chad VonCantion, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Division of Waiter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE-1O/18)
(WSACC USE ONLY) Adair Woods Subdivision
Section I. Name of wastewater treatment facility (WWIT) receivi
X Rocky River Wastewater Treatment Facility — Perrnit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621.
WWTP fa.cility's permitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg, daily flow, .MGD
Total flow for this syeeific request, MGD
Total actual and obligated flows to the f.acility, MGD
Percent of permitted flow used
vastewa
26,500
2.598
20,07 (75,74% o_pf ermit)
0.078
22,746
85.83%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No,
Lower Rocky .
NC0036269
River PS - —
Firm
Capacity *
M.C1.71
37,00
(A)-- (B)
Design Avenge Approx. Currel0
Daily Flow " Ascraec Daily
(Firtierit) Fluw
MGD MC[)
14,800
10,541
(C)
Obilpriscri, NO( Y
Tributary Daiiy Flaw
MGD
(D) (13÷C)
foal Carrent Flow
Phis Obligated How
SiGD
7,172 12,713
(E)=(A-D)
Available
Capaeiry"* I
MGD
2,087
The Firm Capacity (design flow) of any pump station is defined as the Maldril U in pumped flow that can be achieved .sidth the largest pump taken out of service%
'*Design Average Daily How is the .fircn capacity of the pump station divided by a peaking factor WO not less than. 2,5, per Section 2,02(A)(4)(c) of the Minimum
Design Criteria.
***A Planning Assessment .Addendum Shall be attached for each pump station located between the project connection point and the WWTP where Available
Capacity is 0,
Section M. WSACC Certification Statement:
Thomas Hahn. PE, certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor to the receiving
wastewater treatment facility and that the flow .from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal
circumstances, given the implementation of the planned improvements identified in the planning assessment where
applicable. This analysis has been 'performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Section 1 and Section 11 plus all attached planning
assessment addendums for which 1 am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC receives payment of the System Development Fee.
Signing Pflicial Signature

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting How Acceptance: Date:
E]City of Concord ZCity of Kan.napolis LI 1 n uf Hamsbur 1 o n ofMt. Pleasant
OCharlotte Mecklenburg Utilities
Project Title, Description, and. Number of Lots/Unit:
Project Title: Adair Woods Single Family Subdivison—Project #CP-2018-02
Description: The Adair Woods Subdivision engineering plans and specifications, as prepared and sealed by Andrew
Grant, NC,PE with 162 Lots, for the wastewater collection system extension consisting of approximateb, 7246 linear feet
of 8-inch sanitaly sewer with 47 manholes and othenappurtenances_to ,serve, the .Adair Woods Subdivision located off/on
of Shiloh Church Road, with a wa.stewater discharge of 77,760 GPD,
*Number of Lots: 162 OR *Number of Units: *Must be intluded in request.
Where will the new line be connected:
LIJ Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
Into a private line
LI
Describe the location of the tie-in line to which the new sewer line will connect: Tbe proposed 8-inch ,sanitarK sewer
extension will tie-in to the existing I.5-inch sanitary sewer ,s.ystern, which extends to the 36-inch PVC material WSACC
Rocky River Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 36-inch PVC WSACC Rocky R.ivcr
Interceptor.
What is the WSACC manhole number that the flow will be discharged into? +I- Node 011826
What is the quantity allow that will be discharged? 77760 GPD
Flow type:
Domestic Commercial Industrial
of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Yluddy Creek 'Wastewater Treatment Facility — Permit #NC0081621
Design drawings of' new lines will be submitted to W.S.A.CC with the request for acceptance, Drawings can be submitted
as a digital file t D\\ G). or distance and bearing starting with the tap on existing, infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specificationof the tap, will
he required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext.. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC' will inspect connection betbre, during, and after copipletion.„
If construction is not started within two (2) year from the date of approval of Mei!~ acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
LJ Current sewer model shows an interceptor as .being surcharged south of the manhole in question.
LI Approved Not. Approved
Lii ( u rr e n t Sewer Model s.hows;
E-2
APPENDIX E

State of North Carolina
Department of Environment and Natural Resources
rtividnia itst iAtator litotoromartehoi Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
WISE 01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting How Acceptance for Collection System:
ElCity of Concord tCity of Kannapolis ETown of FlatTisburg riTown, of Mt, Pleasant
EICharlotte Mecklenburg Utilities
Project Title, Description. and Number of LotsfUnit:
Project Title: Adair Woods Single Family Subdivision—Proiect #CP-2018-02
Description: The Adair Woods Subdivision engineering plans and specifications, as prepared and sealed by Andrew Grant,
NCPE, with 162 Lots, for the wastewater collection system, extension consisting of approximately 7246 linear feet of 8-inch
sanitary sewer with 47 manholes and other appurtenances to serve the Adair Woods Subdivision located offlon of Shiloh
Church Road, with a wastewater discharge of 77 700 opp.
what is the quantity of flow that will be discharged? 77,760 GPD
Flow type:
Domestic 100 'A fl Commercial Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interce tor connection point.
Pump Station
(Name.. or Number)
Firm Capacity
MGD
A)
Design AYeragiii Daily now
(Firm/pi)
NIGO
Mit
Approx, Current
Awrage Daily Flow
Obligalot. Not Vet
Tributary Daily Flow
Ma)
(Di =
Totat Carrera Floyi
Plus Obligateii-J Flow
'IGI)
(F-A-D
Available
Capacity***
I *The Firm Capacity a AII17, pump Station is defined as the maximum pumped flow that can he achieved with the largest pump taken out ut service.
**Design. ,Average Daily Flow is the firm capacity of the pump station divided toy a peaking factor not less than. 2.3,
***A Planning Assessment Addendum shall he attached for each unip station located ttetsseen the project connection point and the wwaP where Available Capacity is <O.
Section II. Jurisdiction's Certification Statement:
I, Wilmer Melton. ill, Director of Public Works, certify that, to the best of my knowledge, the addition of the volumc.
of wastewater to be permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the
flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any
downstream pump station in route to the receiving .WSACC interceptor normal circumstances, given the implementation of the
planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to those items listed above
in Section I plus all attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect
the downstream sewer capacity Signature of this fo.„...rm indicates acceptance of this wastewater flow.
_
Jurisdiction's Signing Offlciul Sigllatufr e Date
Date: 08104/13

September 9, 2019
W. Corey Basinger, Regional Supers Isar
NCDEQ Division of Water
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
RE: Adair Woods Subdivision — Fast Track Sewer System Extension Applicati
Dear Mr. Basinger:
wloscd is the application and supporting documentation for the Fast Track Sewer System
tension Application for the Adair Woods Subdivision located on multiple parcels including 3749
loh Church Road in the City of Kannapolis. Cabarrus County, NC.
This subdivision proposes 162 single-family homes assumed to be 4 bedrooms each for an estimated
daily sewer flow of 77.760 gallons per day. The sewer system is approximately 7,246 LF and is
proposed to he a gravity sewer system Nvith one aerial sewer crossinvi across a tributary to Rocky
River and connect to the existing 15" City ofkanna.polis gravity sewer line. Upon construction and
acceptance, the sewer system will be owned, operated, and maintained by the City of Kannapolis.
ease contact me at AGrant;rr BGE!nc.cc m or [phone] if you require any additional
formation for this application,
Sincerely,.
Andrew P. Grant, PE
Senior Project Manager
Serving. Leading. Salving. "
G21 West Tr de Street, Sur,te 1030 Charlotte, North Carofllrk3 2€3202 ° 9 0-220-2322

E NRe'rjkiViq,
„
KA.N.
:jublic Warks
October 4, 2019
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Adair Woods Subdivision
Sewer Extension
City of Kannapolis — Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application along with the $480 processing fee for the above referenced project. Also enclosed
is the flow acceptance letter from the Water & Sewer Authority of Cabarrus County stating they
will accept and treat the additional wastewater at the Rocky River Regional Wastewater
Treatment Plant,
The proposed extension will connect to the existing Kannapolis sewer system which extends to
the WSACC Rocky River Interceptor. This wastewater collection system will serve the
proposed Adair Woods Subdivision,
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will be installed in accordance with these Standard
Specifications,
Please call me at 704-920-4219 if you have any questions
\A! 0 Ks 40 uRi NTT NA N 28081
704- 2 („)—'4 00 V•V WAAL. N N A PO NC,GOV